
Before going on to the sizing of the vertical treater let us understand the specific application of a vertical oil treater. The most common type of single-well onshore treater is the vertical treater, shown in the attached sketch. Vertical treaters are recommended where sand or other solid sediments are considered a potential problem.
Let us move on to the sizing equations for a vertical oil treater
Heat Input Requirements
Metric Units
q = 1100*Qo*ΔT*[0.5*(SG)o + (SG)w*Win /(100-Win)] ----------1(a)
USC Units
q = 15*Qo*ΔT*[0.5*(SG)o + (SG)w*Win /(100-Win)] -------1('b)
where:
q = Heat input, W (Btu/hr)
Qo = Oil flowrate, m3/hr (BOPD)
ΔT = Temperature increase, ⁰C(⁰F)
(SG)o = Oil specific gravity relative to water
(SG)w = Water specific gravity
Win = Inlet percent water cut, percent
Water Droplet Size
Metric Units
If µo< 7.0 x 10 –2 Pa s, then dm = 1361*Wc0.33*µo0.25 -----------2(a)
If µo≥ 7.0 x 10 –2 Pa s, then dm = 700*Wc0.33 ------------2('b)
USC Units
If µo< 70cP, then dm = 242*Wc0.33*µo0.25 -------------2('c)
If µo≥ 70cP, then dm = 700*Wc0.33 -------------------2(d)
µo = Oil viscosity, Pa s (cP)
dm = water droplet diameter, microns
Wc = Outlet Water Cut, percent
Vertical-Settling Time Equation
Metric Units
d = 806,000*(F*Qo*µo / (ΔSG*dm2))0.5 -------------------3(a)
USC Units
d = 81.8*(F*Qo*µo / (ΔSG*dm2))0.5 ---------------------3('b)
where:
d = vessel minimum diameter, mm (inch)
Qo = Oil flow rate, m3/h (BOPD)
µo = Oil viscosity, Pa s (cP)
ΔSG = Difference in specific gravity of oil & water
dm = water droplet diameter, microns
F = short-circuiting factor
=1, with very good flow distribution and smaller than 1220 mm (48 inch) diameter
or
= d/1220 (d/48) for treaters over 1220 mm (48 inch) diameter
Note:
First solve Eqn 3 using F=1. If the value of d is less than or equal to 1220 mm (48 inch), this is the final answer. If the value of d is greater than 1220 mm (48 inch), then substituting F = d/1220 (F = d/48) into above Eqn 3 gives the following modified equation:
Metric Units
d = 5.33*108*Qo*µo / (ΔSG*dm2) ----------------4(a)
USC Units
d = 139*Qo*µo / (ΔSG*dm2) --------------------4('b)
where:
d > 1220 mm (48 inch)
Note:
The height of the coalescing section for a vertical treater plays no part in the settling equation. The cross-sectional area of flow for upward velocity of the oil is a function of the diameter of the vessel alone.
Vertical-Retention Time Equation
The oil should be held at a temperature for a specific period of time to enable demulsifying the water-in-oil emulsion. This time can be best obtained by a laboratory bottle test. However, in absence of such data, 20-30 minutes is a good starting point.
Metric Units
d2*h = 2.12*107*F*(tr)o*Qo -----------------5(a)
USC Units
d2*h = 8.6*F*(tr)o*Qo ------------------------5('b)
where:
h = height of coalescing section, mm (inch)
(tr)o = Oil retention time, minutes (minutes)
Re-arranging Eqn 5 by substituting F, we get
Metric Units
If d ≤ 1220 mm (F = 1) then
h = 2.12*107*(tr)o*Qo / (d2) ---------------------6(a)
If d > 1220 mm (F = d/1220) then
h = 1.75*104*(tr)o*Qo / (d) ---------------------6('b)
USC Units
If d ≤ 48 inch (F = 1) then
h = 8.6*(tr)o*Qo / (d2) --------------------------6('c)
If d >48 inch (F = d/48) then
h = (tr)o*Qo / (5.58*d) -------------------------6(d)
Note:
Part of the overall vessel height is required to provide for water retention. The removal of oil from the water is not of primary concern.
Water-Retention Time Equation
Metric Units
hw = 2.12*107*(tr)w*Qw / (d2) ----------------7(a)
USC Units
hw = 8.6*(tr)w*Qw / (d2) -----------------------7('b)
where:
hw = height of water, mm (inch)
(tr)w = water retention time, minutes (minutes)
Qw = Water flow rate, m3/h (BOPD)
This concludes today's blog entry on sizing or adequacy check of vertical oil treaters, Readers are free to put up questions and I will try my best to answer them.
Regards,
Ankur